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    Behavior of Prestressed Concrete Strengthened with Various CFRP Systems Subjected to Fatigue Loading 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006
    Author(s): Owen Rosenboom; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Many prestressed concrete bridges are in need of upgrades to increase their posted capacities. The use of carbon fiber-reinforced polymer (CFRP) materials is gaining credibility as a strengthening option for reinforced ...
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    Investigation of Bond in Concrete Structures Strengthened with Near Surface Mounted Carbon Fiber Reinforced Polymer Strips 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 003
    Author(s): Tarek Hassan; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Fiber reinforced polymer (FRP) materials are currently produced in different configurations and are widely used for the strengthening and retrofitting of concrete structures and bridges. Recently, considerable research has ...
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    Modeling of IC Debonding of FRP-Strengthened Concrete Flexural Members 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 002
    Author(s): Owen Rosenboom; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: The presence of a fiber-reinforced polymer (FRP) strengthening material bonded to the tension face of a reinforced concrete beam will restrict but not prevent the opening of intermediate flexural cracks due to applied ...
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    Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002
    Author(s): David Schnerch; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Acceptance of carbon fiber-reinforced polymer (CFRP) materials for strengthening concrete structures, together with the recent availability of higher modulus CFRP strips, has resulted in the possibility to also strengthen ...
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    Closure to “Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips” by David Schnerch and Sami Rizkalla 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): David Schnerch; Sami Rizkalla
    Publisher: American Society of Civil Engineers
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    Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural and Axial Loading: Analytical Modeling 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 001
    Author(s): Amir Fam; Siddhwartha Mandal; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical model to predict the behavior of concrete-filled rectangular fiber reinforced polymer (FRP) tubes (CFRFTs), subjected to bending and axial loads. The model accounts for different laminate ...
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    Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural and Axial Loading: Experimental Investigation 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 001
    Author(s): Amir Fam; David Schnerch; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of an experimental investigation on three beams and five short columns, consisting of glass fiber reinforced polymer concrete-filled rectangular filament-wound tubes (CFRFTs). The tubes included ...
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    Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Amir Fam; Frank S. Qie; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental work and analytical modeling for concrete-filled steel tubes (CFSTs) subjected to concentric axial compression and combined axial compression and lateral cyclic loading. The objective ...
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    Effectiveness of Surface-Applied Corrosion Inhibitors for Concrete Bridges 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 003
    Author(s): Raafat El-Hacha; Amir Mirmiran; Anna Cook; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: While the effectiveness of corrosion-inhibiting admixtures in new concrete has been well documented, there is little research on their surface-applied counterparts for existing structures. This study was undertaken to ...
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    Effect of Dynamic Loading and Environmental Conditions on the Bond between CFRP and Steel: State-of-the-Art Review 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
    Author(s): Xiao-Ling Zhao; Yu Bai; Riadh Al-Mahaidi; Sami Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber reinforced polymer (CFRP) has great potential in strengthening steel structures and the bond between CFRP and steel is a critical issue in the strengthening technique. State-of-the-art reviews have been reported ...
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